Item 6B - PlansP.O. Box 1808, Keller, TX 76244
817-913-1350 phone
T.B.P.E. Firm Registration No. 006009
THOMAS HOOVER
ENGINEERING, LLC
July 28, 2023
Ms. Katasha Smithers, Principal Planner
City of Southlake – Planning & Development Services
1400 Main Street, Suite 310
Southlake, TX 76092
Re: J.I.L. Custom Cabinets, Inc.
Lot 2, Block A, North Davis Business Park
Case # ZA23-0041
Dear Ms. Smithers:
Our office has been commissioned by Mr. Rodgers Miller to prepare the documents
necessary for the expansion of the on-site parking at their facility at 2150 Greenwood
Drive. The site was amended in April of 2000 for the addition of a second
assembly/storage and office building (approximately 6,050 sq. feet) and eleven parking
spaces. Since the expansion, the number employees have been increased such that
they park on the street and/or over the loading zones/fire lane.
Mr. Miller would like to install ten (10) new parking spaces on the site. This expansion
will allow for the employees to have adequate spaces during their work shift without
encroaching into the loading zones. It will also provide some spaces for vendors and
other visitors to park.
Due to the existing building placement, the only area that would support additional
parking spaces is along the east property line. Along this side of the property, there is
an existing concrete flume that conveys water from the adjoining residential
development on the north side across the J.I.L. Custom Cabinets to the paving on
Greenwood Drive. This flume occupies most of the Type “A” Buffer Yard required and
would prevent any required large landscaping to be installed.
We are requesting that the proposed parking expansion for J.I.L. Custom Cabinets, Inc
on Lot 2, Block A, North Davis Business Park Addition should be allowed to follow the
requirements associated with the current zoning use, and we request that the City
consider two variances to the code.
Respectfully submitted,
Thomas Hoover Engineering, LLC
Thomas L Hoover
J.I.L. CUSTOM CABINETS, INC.INDEX OF SHEETSSHEET NO. DESCRIPTIONSITEPAVING IMPROVEMENTSTHOMAS HOOVER ENGINEERING, LLCJULY 20232150 GREENWOODLOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.J.I.L. CUSTOM CABINETS, INC.PAVING IMPROVEMENTS
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.2150 GREENWOODLOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.
1.202 ACRESGREENWOOD
DRIVE
AMENDED SITE PLANTHOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.2150 GREENWOODLOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.EXISTINGSITE DATA SUMMARY TABLEPROPOSEDSUMMARY CHART - BUFFERYARDSSITE
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.LOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.2150 GREENWOOD
GREENWOOD
DRIVE
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.LOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.2150 GREENWOOD
GREENWOOD
DRIVE
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.LOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.2150 GREENWOOD
1.202 ACRESINSTALL 170 L.F.OF TEMPORARYSILT FENCINGPER DETAILAREA OF DISTURBANCE =3,700± SQ. FEET OR 0.08 ACGREENWOOD
DRIVE
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.LOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.2150 GREENWOOD
2
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VARIES (94' - 100')
VARIES 25'-W
y - 6" 12'-0" 12'-0" fi 12'-0"
i
a
12" 8" (min.} Portland Cement Concrete 2" sawed construction joint 12" 12" In.) Portland Cement Concrete
(3,600 psi at 28 days) {3,600 p a ]
lr, i1 114' per V 114" per 1'
114' per V #4 Bars
Slope to R.O.W.
2% Slope 24' o.c. each way 2% Slope
�lr
Prime Goat - Em Subgnade shall be stabilized to a depth of 6" min. y
The pri should be directly on top of Stabilization shall extend V-0" from back of curb. Embankment to be compacted in accordance
rade and extend through curb. The {See Notes 9 & 10)
cost of fu aistring and installing the prima with City of Southlake Standard Specifications
cost shall be considered subsidiary to the
unit prices bid for Portland Cement Concrete.
TYPICAL BOULEVARD SECTION
VARIES
VARIES 67'-0' VARIES
14'-0' 174r T-0' T-0"-12'-0' 14'-0" 6"
a!
8" 8" (min.) Portland Cement Concrete 2" sawed or formed
12" (300 psi at 28 days) 12"
udinal joint
2" sawed construction
it 5" batik Crown 14 Bars 24o.c. each i y joint at quarter paints
' Ira" m i'
Slops to R.O.W.
to
R.p �
Prime Coat - Emulsion
Monol The prime coat should be direly on top of
suhgrade and extend through curb. The
cost of furnishing and installing the prime
Subgrad all be stabilized to a depth of 6' min, coat shall be considered subsidiary to the Embankment to he compacted in accordance
S don shall extend V-0" from back of curb. unit prices bid for Portland Cement Concrete. with City of Southlake Standard
d Specifications
(See Notes 9 & 10) TYPICAL SECTION 67' STREET
8" (MIN.) PORTLAND CEMENT CONCRETE
VARIES
a
o:
114" per
Slope to R.Q.W.
12"
Monolithic
Curb
Subgrade shall be stabllized to a depth of 6"
Stabilization shalt extend V-0" from back
{See Notes 9 & 10}
VARIES
60' - Commercial SIT Industrial 70' - 84' Collector
37'-0"
18'-0" 118'-0" 6" 31-45"
8" A�psi
n ant Concrete 2" sawed or formed
(3,8 days) longitudinal joint 12'
5" Parabolic Crown 2" sawed construction
24'o . ach way joint at quarter points 114' to 1'
L Prime - Emulsion
rims ooat should be directly on top of
A,
subgrade and extend through curb. The
cast of furnishing and Installing fhe prime
coat shall be considered subsidiary to the
unit prices bid for Portland Cement Concrete.
Embankment to be compacted in accordance
with City of Southlake Standard Specifications
TYPICAL SECTION
37' STREET
8" (MIN.) PORTLAND CEMENT CONCRETE
FELT EXPANSION JOINT FILLER FILL WITH JOINT SEALER
T12 2" LUBRICATE THIS END
EXPANSION CAP
T I — 1 114'
314" DIA. SMOOTH DOWEL
30" LG., 12"O.C.
TYPE A
EXPANSION JOINT
(300' MAXIMUM SPACING)
FILL WITH JOINT SEALER 118" RAO.
2"
- 114" �� 1112
NO METAL KEYWAYS
TYPE B
LONGITUDINAL JOINT
12'-0" 6" 6'-2"-
2" sawed constriction joint 12"
44 Bars 114" per 1,
24" o.c. each way
VARIES
T
�0 of
—flW
GENERAL NOTES
1. ON CONCRETE STREETS ALL INLETS SHALL BE SEPARATED FROM THE PAVEMENT AND
CURB BY BOXING OUT AROUND INLET AS SHOWN. EXPANSION JOINT MATERIAL SHALL
EXTEND COMPLETELY THROUGH CURB AND SLAB. WHEN A JOINT FALLS WITHIN 5 FEET
OF INLETS, MANHOLES OR OTHER STRUCTURES, CONTRACTOR SHALL ADJUST
TRANSVERSE SAW JOINTS TO FALL ON CORNERS OF RECTANGULAR STRUCTURES OR AT
CENTER OF ROUND STRUCTURES.
2. NO BLOCKOUTS FOR MANHOLES, JUNCTION BOXES, VALVES, ETC. UNLESS APPROVED BY
THE CITY ENGINEER.
3. ALL REINFORCING STEEL SHALL BE DEFORMED BARS. REINFORCING STEEL SHALL BE
PLACED PROVIDING A MINIMUM OF 2" CLEARANCE FROM ALL FORMS. REINFORCING
STEEL SHALL BE PLACED IN THE CENTER OF THE PAVEMENT THICKNESS.
8" PAVING MIN. REINF. - NO.4 BARS AT 24" O.C. EACH WAY
6" PAVING MIN. REINF. - NO.3 BARS AT 18" O.C. EACH WAY
4. WHERE REINFORCING BARS ARE SPLICED, A 30" LAP SHALL BE USED.
S. TYPE C TRANSVERSE CONTRACTION JOINTS SHALL BE ON 15 FT CENTERS.
6. ALL CONCRETE SHALL BE CLASS W CONCRETE (3,600 PSI AT 28 DAYS) UNLESS
OTHERWISE NOTED.
7. AN APPROVED WHITE PIGMENTED CURING COMPOUND SHALL BE APPLIED TO THE
SURFACE OF THE CONCRETE AS SOON AS IT HAS BEEN POURED AND FINISHED.
8. LONGITUDINALLY PLACED DOWELS SHALL BE PROVIDED AT 12" ON CENTER WHEN
POURING HALF STREET.
9. SUBGRADE STABILIZATION PERCENT, RATE, AND THICKNESS WILL DEPEND ON
GEOTECHNICAL REPORT SUBMITTED TO CITY ENGINEER AND SHOWN ON PLANS.
10. PRIME COAT TO RETAIN BETWEEN OPTIMUM AND +4% MOISTURE DURING CURE TIME.
11. SEAL ALL VOIDS AND HONEYCOMBS AT ALL CURBS BEFORE PLACING BACKFI LL.
12. PAVEMENT THICKNESS TO BE APPROVED BY THE CITY ENGINEER.
13. EXPANSION JOINT MAXIMUM SPACING SHALL BE 300 FEET.
14. ALL CONSTRUCTION OF SIDEWALKS, CROSSWALKS, ETC. WITHIN THE CITY OF
SOUTHLAKE ROW SHALL CONFORM TO TEXAS DEPARTMENT OF LICENSING AND
REGULATION (fDLR) STANDARDS AND MEET TEXAS ACCESSIBILITY STANDARDS (TAB).
15. CONSTRUCTION OF "BARRIER FREE RAMPS" WITHIN THE RIGHT-OF-WAY WILL BE THE
RESPONSIBILITY OF THE CONTRACTORAT THE TIME OF PUBLIC IMPROVEMENTS.
BARRIER FREE RAMPS SHALL BE CONSTRUCTED TO TEXAS DEPARTMENT OF
TRANSPORTATION PEDESTRIAN FACILITIES STANDARD DETAILS PED-05, MOST RECENT
REVISION.
91-V
6"
12"
,rU.
114" per 1' �4
Slope to R.O.W.
Monolithicr
Curb
WALK
PROPERTY LINE
DOWEL INTO EXISTING
PAVEMENT (6" MIN.)
TOOL JOINT
A
FLOW LINE
CURB
VARIES
SAWED CONSTRUCTION JOINT
18" FROM BACK OF CURB OR
EDGE OF PAVEMENT
FLOW LINE
STEEL REINFORCED CONCR
#3 BARS ON 18" CENTER OTF
BEND #3 BARS ALON DII
2% CROSS -SLOPE (MAX.)
I VARIES
A 'I
PLAN VIEW
BACK OF CURE
WITH OR
NAYS EDGE OF
PAVEMENT
IF NONE EXISTS
NOTE:
CONSTRUCTION OF "BARRIER FREE RAMPS" WITHIN THE
RIGHT-OF-WAY WILL BE THE RESPONSIBILITY OF THE
CONTRACTOR AT THE TIME OF PUBLIC IMPROVEMENTS.
BARRIER FREE RAMPS SHALL BE CONSTRUCTED TO
TEXAS DEPARTMENT OF TRANSPORTATION
PEDESTRIAN FACILITIES STANDARD DETAILS PED-05,
MOST RECENT REVISION.
WALK
PROPERTY LINE
Y
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12"
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114'IFT. MIN,
TOP OF APPROACH �
6.
fi" ❑ ❑ .c ° n ❑
a °
MA
❑ •❑ ❑ •❑ x.
R.O.W.
31'-0'
t5'-0" • 15'-0"
6" (min.) Portland C&
(3,600 psi at 28 days)
5' Parabol
CTION A -A
DESIGN TERIA RESIDENTIAL COMMERCIAL IN
S MIN. 5' - MAX. UY MIN. 10' - MAX. 30'
APPROACH THICKNESS 6" 6' OR THICKNESS OF STREET
DRIVE WIDTH 12'-20' 24'-4V
DO NOT CUT TRANSITIONS TO CURB INLETSI RADIUS SHOULD START
10' FROM UPSTREAM SIDE OR 5' FROM DOWNSTREAM SIDE OF INLET.
STANDARD DRIVE APPROACH
or formed
nt #3 Bars
each way
L-- Prime Coat -Emulsion lr.
Subg all he stabil¢ed to a depth of 8" min. The prime coat should be directly on top
itizabon shall extend 1'-0" from back of curb, of subgrade. The cost of furnishing and
(See Notes 9 & 10) installing the prime coat shall be Embankment to be compacted in accordance
6"
12'
114+
ti
conskiered subsidiary to the unit prices with City of ScuthFake Standard SpecrFica4ons
bid for Portland Cement Concrete.
TYPICAL SECTION 31" STREET
0" (MIN.) PORTLAND CEMENT CONCRETE
FILL WITH JOINT SEALER FILL WITH JOINT SEALER 118" RAD.
2" F T12
T 118' TO 114" ++
NO METAL KEYWAYS
DEFORMED TIE BARS 112" DIA.
30" LG., 24"0.C.
TYPE C TYPE E
SAWED JOINT TIE TRANSVERSE CONSTRUCTION JOINT
NO SCALE
9'-6"
-aW
NOTE:
THIS STANDARD DETAIL SHEET IS TO BE USED AS
A GUIDE ONLY. CONSULTANTS ARE TO REVIEW
AND VERIFY ADEQUACY FOR THEIR PROJECTS.
FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY
OF THE SPECIFIC PROJECT ENGINEER.
CASE # ZA23-0041
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A BARS
(IN WALL) E BARS 4" 4" 4"
2" GENERAL NOTES:
—\\ 1 b p 1 _ ALL CONCRETE SHALL BE CLASS "A" (5 BAGS OF CEMENT PER C_Y. AND
•� b •' A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL v v v
b EXPOSED CORNERS SHALL BE CHAMFERED 314". a a a a 4 a 4
4444a4a4!lQ�a� (2)CAST
b ' 2" 2" 2_ ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL 4�4 CITY OF 4 4 a 4o� PICKBARS
OF INTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-15.
2
4„" E DEFORMATIONS SHALL CONFORM TO ASTM A-305-56T. Q Q Q a SOUTHLAKE Q Q Q
" A �a�a� TEXAS A
2 B BARS
h'n 2" p • (SAME BOTH WAYS) 3. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2".
• 4 ORM� a
b • • 4. DIMENSIONS RELATING TO REINFORCING STEEL ARE TO THE CENTER v0 4% SE R a > �, v 19
),
s 4" OF BARS. 4Qalla CI4C?a4
4" 5. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING. a
4"o ,
?aaa Oaa<?aaaa a4
6. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. a
3" h 6 CONTRACTOR SHALL FURNISH THE CITY WITH DVD FOR APPROVAL ' 4 4 4 Q a
4a��aD�D����
b 6" PRIOR TO ACCEPTANCE. ° 4 9 d
h 17.
'• p 7X: \1
• 7. ALL STORM ❑RAIN STRUCTURES 36" DEEP OR DEEP ER MUST HAVE
FIBERGLASS STEPS INSTALLED.
C BARS AT 6" -
CENTERS ALL
FOUR WALLS)
PAVING SURFACE
REINFORCED CONCRETE RINGS
(NO BRICK)
EPDXY GROUT RINGS TO
TOP OF SLAB
PREMOLDED EXPANSION
JOINT MATERIAL
fi" SIDEWALK
CONSTRUCTION JOINT
B BARS AT
12" JOINTS
C BARS AT 6"
CENTERS (VERT.)
LENGTH = H + 7"
A BARS AT
12" CENTERS
CONSTRUCTION JOINT
30"
L 2"
A BARS (IN WALL)
CAST IRON MANHOLE FRAME AND C
(TO BE FURNISHED AND INSTALL BY
CONTRACTOR). SEE RING AND OVER
DETAILS THIS SHEET.
ANCHOR BOLT
2" /
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8" PIPE O.D. + 12" (MIN. 4' - 0")
VARIES
STORM DRAIN PIPE TO BE REINFORCED
CONCRETE RUBBER GASKET OR TONGUE
AND GROOVE PIPE USING OMNI-FLEX
GASKETS AS MANUFACTURED BY DELTA -
SOUTHWEST, INC., FT. WORTH, TEXAS, OR
APPROVED EQUAL.
ELEVATION
WERIC SEALANT OR
VED EQUAL
6" CURB
B BARS AT
12" CENTERS
A BAR
4'-6"
BAR
SIZE
LENG
NO. REQUIRED
SPACING
10 IN BOTTOM
A
#4
60$„
+ 12"
x "H" IN WALLS
-
IN BOTTOM
+ 12" IN WALLS
B
#4
5'_0ll
VARIABLE IN DECK
2 x " "IN WALLS
SEE DETAIL
C
#4
r
H +7
_ 6
D
#4
2'-3"
8
+ 6"
2'-018"
E
#4
21 4'-8"
5
SEE DETAIL
2 @ 6'-6"
GENERAL NOTES F R STORM SEWER JUNCTION BOX
81P A BARS AT A /ISGUN.
Y ETAL COVER SHALL BE INSTALLED AFTER
"CENTERS STO PLETED AND WILL REMAIN 1N PLACE UNTIL
Bo DIRECTIONS STGUN. STAGE III WILL NOT BE BUILT UNTILAPY THEENGINEER. APPROVAL WILL NOT BE
NOIVEN UNTIL THE SUBGRADE AN❑ BASE COURSES
HAOMPLETED.
FIER CUT BARS AS REQUIRE❑ TO ACCOMMODATE
SE.
STORM SEWER JUNCTION BOX DETAILS
v" MIN. CONCRETE PAVEMENT
i��_ fi" STABILIZED SUBGRADE
N.T.S.
N.T.S.
LV
r 32" D
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SECTION A -A
1. RI AND COVER BY EAST JORDAN IRON
1NOR , PRODUCT NO. 149531 OR APPROVED
EQUAL.
2. SEE COMP Y PRODUCT SPECS FOR
DETAILS (14 COVER).
m
RING AND OVER DETAILS
N.T.S.
PROPOSED ROCK RIP -RAP
6" TO 4" DIA. WITH STABILIZING FILTER FABRIC
TO BE FURNISHED AND CONSTRUCTED IN
ACCORDANCE WITH TXDOT STANDARD SPEC.
ITEM NO.432, DRY ROCK RIP -RAP.
Y-0" fil 11 VARIES 6-1 3'-0"
#3 BAR
6w AT
?oo0 pooO NVERT � \ .
?p0 000 00°Q� pOQO 12" DEER AT
D �O O BACK OF 6" CURB
a o flo :BARS
../3000 PSI AMOCO 4545
CONCRETE AT NOTE: 18'DEEPTOEWALL NON -WOVEN FABRIC
28 DAYS. ATBEGINNINGAND OR APPROVED EQUAL
END OF FLUME.
#3 @ 18" CrC EACH WAY
CONCRETE FLUME
N.T.S.
NOTE:
THIS STANDARD DETAIL SHEET IS TO BE USED AS
A GUIDE ONLY. CONSULTANTS ARE TO REVIEW
AND VERIFY ADEQUACY FOR THEIR PROJECTS.
FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY
OF THE SPECIFIC PROJECT ENGINEER.
CASE # ZA23-0041
THOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.LOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.2150 GREENWOOD
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HIGH VISIBILITY PLASTIC MESH FENCING HIGH VISIBILITY PLASTIC MESH FENCING
PROTECTIVE FENCING:
Orange Vinyl construction fencing, chain link fencing, snow fencing or other similar fencing at least four feet (4) high
and supported at a maximum of ten -foot (10) intervals by approved methods sufficient enough to keep the fence
upright and in place. The fencing shall be of a highly visible material, and shall have a tree protection sign affixed to
the fence every twenty (20) feet in such a manner to be clearly visible to the workers on -site.
PRIOR TO CONSTRUCTION:
The contractor or subcontractor shall construct and maintain, for each protected tree or group of trees on a construction
site, a protective fencing which encircles the outer limits of the critical root zone of the trees to protect them from
construction activity. All protective fencing shall be in place prior to commencement of any site work and remain in
place until all exterior work has been completed.
TYPICAL TREE PROTECTION FENCING
NO SCALE
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ROTS
BORING:
Boring of utilities under protected trees shall be required in those circumstances where it is
not possible to trench around the critical root zone of protected trees. When required, the
length of the bore shall be the width of the critical root zone at a minimum and shall be a
minimum depth of 48 inches.
TYPICAL TREE BORING AND TUNNELING
O
A. Make partial cut from beneath, at a point several inches away from the trunk.
B. Make a second cut from above several inches out from the first cut, to allow
the limb to fall safely.
C. Complete the job with a final cut just outside the branch collar, the raised area
that surrounds the branch where it joins the trunk.
TYPICAL TREE PRUNING
NO SCALE
2'Xe LUMBER
-WIRE
In situations where a protected tree remains in the immediate area of intended
construction and the tree may be in danger of being damaged by construction
equipment or other activity, the contractor or subcontractor shall protect the
tree with 2"x4" lumber encircled with wire or other means that d❑ not damage
the tree. The intent is to protect the trunk of the tree against incidental contact
by large construction equipment.
TYPICAL BARK PROTECTION
DRIP LINE
NO SCALE
CRITICAL
/ff TRUNK
RO6T ZONE
20' (CONCEPTUAL) TO 2U' (CONCEPTUAL) RADIUS
OUTERMOST DRIP LINE FOR CONCENTRIC CIRCLE
DRIP LINE
CRITICAL ROOT ZONE:
The area of undisturbed natural soil around a tree defined by a concentric circle with
a radius to the distance from the tree trunk to the outermost portion of the drip line.
DRIP LINE:
A vertical line run through the outermost portion of the canopy of a tree and extending
to the ground.
CRITICAL ROOT ZONE AREA
NO SCALE
The following activities are prohibited within the limits of the critical root zone of any protected tree subject to
the provisions of the Tree Preservation Ordinance. The following procedures shall be followed on all types of
construction projects (including residential, commercial, and municipal / public domain projects).
1. Material Storage: No storage or placement of materials intended for use in construction or waste
materials accumulated due to excavation or demolition shall be placed within the limits of the critical root
zone of any protected tree.
2. Equipment Cleaning/Liquid Disposal: No equipment shall be cleaned or other liquids, including,
without limitation, paint, oil, solvents, asphalt, concrete, mortar or similar materials deposited or allowed to
flow into the critical root zone of a protected tree.
3. Tree Attachments: No signs, wires or other attachments, other than those of a protective nature, shall
be attached to any protected tree.
4. Vehicular Traffic: No vehicular and/or construction equipment traffic or parking shall take place within
the critical root zone of any protected tree other than on existing street pavement. This restriction does
not apply to single incident access within the critical root zone for purposes of establishing the building
pad and associated lot grading, vehicular traffic necessary for routine utility maintenance, emergency
restoration of utility service, or routine mowing operations.
5. Grade Changes: No grade changes shall be allowed within the limits of the critical root zone of any
protected tree unless adequate protective construction methods are approved in advance in writing by the
Administrative Official.
6. Impervious Paving: No paving with asphalt, concrete or other impervious materials shall be placed
within the limits of the critical root zone of a protected tree except as otherwise allowed in this Ordinance.
7. No heavy equipment, including but not limited to trucks, tractors, trailers, bulldozers, bobcat tractors,
trenchers, compressors, and hoists, shall be allowed inside the drip4ine of any protected tree on any
construction site without prior written approval of the Administrative Official.
8. Root Pruning: All roots two inches or larger in diameter which are exposed as a result of trenching or
other excavation shall be cut off square with a sharp medium tooth saw and covered with pruning
compound within two hours of initial exposure.
The following procedures shall be followed on all types of construction projects (including residential,
commercial, and municipal / public domain projects).
1. Protective Fencing: Prior to the issuance of any building or earth disturbance permit, or commencing
construction, the owner, contractor or subcontractor shall construct and maintain, for each protected tree
on a construction site, a protective fencing which encircles the outer limits of the critical root zone of the
tree to protect it from construction activity or in cases of heavily wooded sites, as approved by the
Administrative Official.
2. All protective fencing shall be in place prior to commencement of any site work and remain in place until
all exterior construction activity at the site has been completed.
3. Protective fencing shall be at least four (4) feet high, clearly visible, and shall have a tree protection sign
affixed to the fence every twenty (20) feet in such a manner to be clearly visible to workers on the site.
4. The use of orange vinyl construction fencing or other similar fencing is generally permitted only if there is
no construction or vehicular activity within ten (10) feet of the fence. If construction activity or vehicular
traffic is expected within ten (10) feet of the fence, the fence shall be constructed of chain link or other
similar metal, wooden material or semi -rigid vinyl tape fencing supported with a top support wire or
equivalent support material affixed to metal or wooden posts, all of which shall be six (6) feet in height.
5. All protective fencing shall be supported at a maximum of ten (10) foot intervals by approved methods
sufficient enough to keep the fence upright and in place for the duration of the construction.
6. The owner shall cause the required fencing to be installed and maintained for the duration of the
construction.
7. For permits involving trenching such as sewer services, irrigation systems or underground electrical work,
the applicant shall provide sufficient plans to provide protection of the trees in the vicinity of the work.
8. The "tree protection sign" tree preservation instruction detail sheet and approved tree conservation plan
shall be posted at each entrance to the subject property upon which one or more trees subject to the
permit is situated, and at any other location designated by the Administrative Official.
9. All of the above conditions must be adhered to and inspected by a city inspector prior to the issuance of
any permits.
NOTE:
THIS STANDARD DETAIL SHEET IS TO BE USED AS
A GUIDE ONLY. CONSULTANTS ARE TO REVIEW
AND VERIFY ADEQUACY FOR THEIR PROJECTS.
FINAL DESIGN ADEQUACY IS THE RESPONSIBILITY
OF THE SPECIFIC PROJECT ENGINEER.
CASE # ZA23-0041
NO SCALE
1.202 ACRESGREENWOOD
DRIVE
LANDSCAPE PLAN - EAST BUFFER YARDTHOMAS HOOVER ENGINEERING, LLCJ.I.L. CUSTOM CABINETS, INC.2150 GREENWOODLOT 2, BLOCK A, NORTH DAVIS BUSINESS PARKSOUTHLAKE, TEXAS 76092SOUTHLAKE, TARRANT COUNTY, TEXAS.EXISTINGSITE DATA SUMMARY TABLEPROPOSEDSUMMARY CHART - BUFFERYARDS